High-strength structural bolting assemblies for preloading - Part 1: General requirements

This European Standard specifies the general requirements for bolt/nut/washer(s) assemblies for high-strength structural bolting, which are suitable for preloading.
The intended use of bolting assemblies in accordance with this European Standard is structural metallic works.
NOTE 1   High-strength structural bolting assemblies in accordance with EN 14399-2 to EN 14399-10 are designed to fulfil the requirements of this European Standard.
NOTE 2   High-strength structural bolting assemblies are suitable for preloading in accordance with EN 1090-2 in steel structures.
High-strength structural bolting assemblies smaller than M12 are not designed to be preloaded.
High-strength structural bolting assemblies are not designed to be welded.
Railway rail fasteners are not covered by this standard.

Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 1: Allgemeine Anforderungen

Diese Europäische Norm legt die allgemeinen Anforderungen an die Garnituren aus Schraube, Mutter und Scheibe(n) für hochfeste Schraubverbindungen im Metallbau fest, die zum Vorspannen geeignet sind.
Der vorgesehene Verwendungszweck der Garnituren für Schraubverbindungen entsprechend dieser Europäischen Norm ist der Metallbau.
ANMERKUNG 1   Hochfeste Garnituren für Schraubverbindungen im Metallbau entsprechend EN 14399 2 bis EN 14399 10 sind so gestaltet, dass sie die Anforderungen dieser Europäischen Norm erfüllen.
ANMERKUNG 2   Hochfeste Garnituren für Schraubverbindungen im Metallbau sind entsprechend EN 1090-2 für das Vorspannen in Stahltragwerken geeignet.
Hochfeste Garnituren für Schraubverbindungen im Metallbau kleiner als M12 sind nicht für das Vorspannen ausgelegt.
Hochfeste Garnituren für Schraubverbindungen im Metallbau sind nicht dafür vorgesehen, geschweißt zu werden.
Befestigungen von Eisenbahnschienen sind in dieser Norm nicht erfasst.

Boulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie 1: Exigences générales

La présente Norme européenne spécifie les exigences générales relatives aux boulons (vis + écrou + rondelle(s)) de construction métallique à haute résistance, aptes à la précontrainte.
Conformément à la présente Norme européenne, ces boulons sont destinés à être utilisés dans les ouvrages de structures métalliques.
NOTE 1   La boulonnerie de construction métallique à haute résistance conforme aux normes EN 14399-2 à
EN 14399-10 est conçue pour satisfaire aux exigences de la présente Norme européenne.
NOTE 2   La boulonnerie de construction métallique à haute résistance est apte à la précontrainte conformément à l'EN 1090-2 pour les structures en acier.
Les boulons de construction métallique à haute résistance de diamètre inférieur à M12 ne sont pas conçus pour être précontraints.
Les boulons de construction métallique à haute résistance ne sont pas conçus pour être soudés.
Les fixations de rails de chemin de fer ne sont pas couvertes par la présente norme.

Visokotrdnostne strukturne vijačne zveze za prednapetje - 1. del: Splošne zahteve

Ta evropski standard določa splošne zahteve za zveze vijakov/matic/podložk za visokotrdnostno strukturno vijačenje, ki so primerne za prednapetje.
Visokotrdnostne strukturne vijačne zveze, manjše od M12, niso zasnovane za prednapetje.
Visokotrdnostne strukturne vijačne zveze niso zasnovane za varjenje.
Ta standard ne zajema visokotrdnostnih strukturnih vijačnih zvez, ki se uporabljajo za pritrjevanje železniških tirov. V skladu s tem evropskim standardom so vijačne zveze predvidene za uporabo pri strukturnih kovinskih delih.
OPOMBA 1: Visokotrdnostne strukturne vijačne zveze v skladu s standardi od EN 14399-2 do EN 14399-10 so zasnovane tako, da izpolnjujejo zahteve tega standarda.
OPOMBA 2: Visokotrdnostne strukturne vijačne zveze so v skladu s standardom EN 1090-2 primerne za prednapetje pri jeklenih strukturah

General Information

Status
Published
Publication Date
17-Feb-2015
Withdrawal Date
29-Nov-2016
Current Stage

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 1: Allgemeine AnforderungenBoulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie 1: Exigences généralesHigh strength structural bolting assemblies for preloading - Part 1: General requirements21.060.01Vezni elementi na splošnoFasteners in generalICS:Ta slovenski standard je istoveten z:EN 14399-1:2015SIST EN 14399-1:2015en,fr,de01-maj-2015SIST EN 14399-1:2015SLOVENSKI
STANDARDSIST EN 14399-1:20051DGRPHãþD



SIST EN 14399-1:2015



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 14399-1
February 2015 ICS 21.060.01 Supersedes EN 14399-1:2005English Version
High-strength structural bolting assemblies for preloading - Part 1: General requirements
Boulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie 1: Exigences générales
Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 1: Allgemeine Anforderungen This European Standard was approved by CEN on 22 August 2014.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14399-1:2015 ESIST EN 14399-1:2015



EN 14399-1:2015 (E) 2 Contents
Page Foreword .3 Introduction .5 1 Scope .6 2 Normative references .6 3 Terms and definitions .7 4 Product characteristics .8 4.1 General .8 4.2 Type (bolting assemblies) .8 4.3 Property class (bolting assemblies) .9 4.4 Product grade (bolts, nuts, washers and, if provided, direct tension indicators) . 10 4.5 k-class and k-factor (bolting assemblies) . 11 5 Testing and assessment methods . 11 5.1 General . 11 5.2 Type (bolting assemblies) . 12 5.3 Property class (bolting assemblies) . 12 5.4 Product grade (bolts, nuts, washers and, if provided, direct tension indicators) . 13 5.5 k-class and k-factor (bolting assemblies) .
...

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 1: Allgemeine AnforderungenBoulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie 1: Exigences généralesHigh strength structural bolting assemblies for preloading - Part 1: General requirements21.060.01Vezni elementi na splošnoFasteners in generalICS:Ta slovenski standard je istoveten z:FprEN 14399-1kSIST FprEN 14399-1:2014en,fr,de01-april-2014kSIST FprEN 14399-1:2014SLOVENSKI
STANDARD



kSIST FprEN 14399-1:2014



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
FINAL DRAFT
FprEN 14399-1
February 2014 ICS 21.060.01 Will supersede EN 14399-1:2005English Version
High strength structural bolting assemblies for preloading - Part 1: General requirements
Boulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie 1: Exigences générales
Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 1: Allgemeine Anforderungen This draft European Standard is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee CEN/TC 185.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. FprEN 14399-1:2014 EkSIST FprEN 14399-1:2014



FprEN 14399-1:2014 (E) 2 Contents
Page Foreword .4 Introduction .5 1 Scope .6 2 Normative references .6 3 Terms and definitions .7 4 Product characteristics .8 4.1 General .8 4.2 Type (bolting assemblies) .8 4.2.1 General .8 4.2.2 Angle to failure during tightening (bolting assemblies) .9 4.2.3 Axial load (bolting assemblies) .9 4.2.4 Compression load (bolting assemblies with direct tension indicators) .9 4.2.5 Calibrated preload (bolting assemblies with calibrated preload) .9 4.3 Property class (bolting assemblies) .
...

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